20051882 Ver 7_401 Application_20131206

�. -
. ,
LETTER OF TRANSMITTAL
To: Ms. Karen Hiaains
401 & Buffer Permitting Unit Supervisor
NC DENR - Division of Water Resources
1650 Mail Service Center,
Raleigh, NC 27699 -1650
Re: Highland Creek - GC 3890 Appilcation
Previous DWQ Project No. DWQ # 05 -1882
1 am sending you the following item(s):
Date: November 20, 2013
REGULAR MAIL
Job No.: CTX -13000
COPIES
DATE
NO.
DESCRIPTION
5
For review and comment
Signed Agent Authorization Form
5
PCN - GC 3890
5
Set of Exhibits
1
CD
1
Check for $240.00
These are transmitted as checked below:
❑
As requested
❑
For approval
❑
For review and comment
Remarks:
Copy to:
❑ For your use
El
Signed:
Kevin Yates
Project Manager
Raleigh- Durham Charlotte
2905 Meridian Parkway 11301 Carmel Commons Blvd., Suite 111
Durham, North Carolina 27713 Charlotte, North Carolina
(919) 361 -5000 (704) 527 -0800
Designing Tomorrow's Infrastructure & Communities
McAdamsCo.com

McADAMS
November 20, 2013
Ms. Karen Higgins
401 & Buffer Permitting Unit Supervisor
NC DENR - Division of Water Resources
1650 Mail Service Center, Raleigh, NC 27699 -1650
Re: GC 3890 — Application/ Re- Authorization
AID # 200521177- Highland Creek
Raleigh, North Carolina
CTX -13000
Dear Ms. Higgins:
On behalf of Taw Development and Pulte Homes, we are applying for a US
Army Corps of Engineers (USACE) Nationwide Permit 29 and NC Division
of Water Resources (DWR) for previously authorized impacts and newly
proposed impacts associated with the current and final Phase 10 of the project
known as Highland Creek. The existing Highland Creek residential subdivision
is located on the north side of U.S. Hwy. 401, approximately 2000 ft north of its
intersection with Ligon Mill Road (SR 2044), adjacent to Tom's Branch, south
of Rolesville, Wake County, North Carolina and within the Neuse River Basin.
• Signed Agent Authorization
• Fig. l - USGS Quad — West Raleigh
• Fig.2- Wake County Soil Survey (Sheets: 21,22,30,3 1)
• Fig.3- Existing Conditions
• Fig.3- Existing Conditions w. Aerial
• Fig.4- Overall Impact Map (Insets 1 -3)
• Fig.4- Overall Impact Map w. Aerial
• Pre- Construction Notification
• Data Forms
• Stream Evaluation forms
• Previous Authorized NWP (AID # 200521177)
The John R. McAdams
• Previous Authorized DWQ Water Quality Certification
Company, Inc.
DWQ Project No DWQ # 05- 1882.)
• Signed Wetland Delineation Maps (AID # 200521177)
Raleigh / Durham, NC
• DWQ Neuse Buffer Determination Letter (NBRRO# 07 -140)
2905 Meridian Parkway
Durham, North Carolina 27713
(919) 361 -5000
Charlotte, NC
11301 Carmel Commons Blvd,
Suite 111
Charlotte North Carolina 28226
(704) 527 -0800
McAdamsCo.com
Designing Tomorrow's Infrastructure & Communities

Ms. Karen Higgins
Highland Creek
November 20, 2013
Page 2 of 8
PROJECT LOCATION/HABITAT: The existing Highland Creek
residential subdivision is located on the north side of U.S. Hwy. 401,
approximately 2000 ft north of its intersection with Ligon Mill Road (SR 2044),
adjacent to Tom's Branch, south of Rolesville, Wake County, North Carolina.
Specifically, the current and last phase of the project, Phase 10, is located in the
northwest quadrant of the existing Highland Creek subdivision. The current
project area is approximately 77.66 acres of the overall 320 acre project.
Approximately 60 percent of the subject property can be characterized as
cleared /maintained /disturbed land with shrub /scrub vegetation, while 40
percent is comprised of sparsly forested areas along the riparian corridors.
The riparian buffer consists of mainly loblolly pine, Red Maple, Tulip Poplar,
a few Oaks species, with an understory Chinese Privet, and vine species.
There are also several old asphalt roads left from the former trailer park in the
southwest quadrant of the project area, and a previously constructed
stormwater management facility on the eastern boundary (See Figures 1- 3).
Land use within the vicinity of the project is multi - family and residential, and
with forested areas in the vicinity of the project area. There is also City of
Raleigh sanitary sewer easements within and adjacent to the property and a
greenway running along the northern boundary of the property.
JURISDICTIONAL FEATURES & PREVIOUS DETERMINATIONS:
The subject property drains to Toms Creek, which empties into the Neuse
River (HUC 03020201). The limits of the streams have not changed since the
overall permit was issue. A jurisdictional determination was issued for the
subject property by Mr. Todd Tugwell of the USACE on 08/04/2005 (action
ID # 200521177). According to Mr. Tugwell the wetland /stream delineation
was verified by Ms. Andrea Wade. An intermittent important stream
determination was made on September 8, 2005, by Kevin Yates (JRM) and
John Altizer (JRM) of the feature upstream of the pond on sheet 2 of the
signed wetland delineation maps and feature H on the attached Wake County
CTX -13000

Ms. Karen Higgins
Highland Creek
November 20, 2013
Page 3 of 8
Soil Survey. Feature H was deemed to be an important intermittent stream
from Flag 216 to the pond, and unimportant intermittent from Flag 216 to the
start of the linear wetlands (see attached USACE Stream Forms and Photo
Exhibit). Mr. Monte Matthews of the USACE concurred with this
determination on -site on September 19, 2005. A Neuse River Stream Buffer
verification letter was issued by Ms. Debbie Edwards on January 27, 2005, in
which features A, B, and C on the Wake County Soils map were considered
subject to the rule. As well, Ms. Amy Chapman confirmed the buffer origin of
feature G, on December 1, 2005. Feature H on the Wake County Soils map is
also subject to the Neuse River Buffer rules.
JURISDICTIONAL FEATURES W/N CURRENT PHASE 10: Within
Phase 10, there is 2,370 if of intermittent stream, with 119 if of that being
unimportant intermittent stream channel. There is also 2, 258 if of perennial
stream, and 2.23 acres of riparian wetlands. The linear wetland "E" at the
head of Pond A, has been reduced by 30 square feet from the previous
delineation, due to the lack of hydric soils and hydrology. All waters in Phase
10, drain to Toms Creek, which is designated as Class C/NSW and subject to
the Neuse River Buffer Rules. Both Stream Features "A ", "C ", and "D ", and
Pond "A" are subject to the riparian buffer rules See Figures 1 -3, for existing
condition and the previous Neuse Buffer Determination Letters, (NBRRO#
07 -140) and approved USACE wetlands map (USACE Action ID #
200521177) (enclosed).
PREVIOUSLY AUTHORIZED IMPACTS: The entire Highland Creek
project, stream and wetland impacts were originally permitted by the USACE
in October 19, 2005 (NWP 39- USACE Action Id. 200521177) and NCDWQ
on December 2, 2005 (DWQ # 05 -1882) with subsequent modifications and off -
site sewer impacts. A majority of the proposed project is built -out, aside from the
current and last phase, Phase 10. Phase 10 of the development will consist of
�raKi�i�zc

Ms. Karen Higgins
Highland Creek
November 20, 2013
Page 4 of 8
272 single family lots, with associated utilities, stormwater management and
roadway improvements. The Phase 10 project area is owned by Taw
Development but will be developed by Pulte Homes, and eventual ownership
handed over to Pulte.
Previously permitted impacts for the entire project were approximately 0.046
acres of wetlands (temporary and permanent impacts), 209 linear feet of
stream channel (temporary and permanent impacts), and 13,775 square feet of
Zone 1 and 48,322 square feet of Zone 2 of Neuse Buffer impacts. These
impacts were for a road crossing, sewer line crossings, greenway impacts, and
minor lot fill.
CURRENTLY PROPOSED IMPACTS: A majority of the impacts in Phase
10 have been previously authorized by the Corps and DWR. The entire site was
designed to minimize impacts to aquatic resources, while utilizing the
remaining parcel. The design is for high density but all proper sedimentation
and erosion control measures will be implemented, as well there is network of
stormwater management facilities strategically placed throughout the site to
minimize runoff (See Figure 4, Insets 1 -3).
INSET 1: Although efforts have been made to avoid impacts to the wetland in
this location, construction of the side slopes coming off the road to the north
and west will likely impact wetland "A ", so there is 0.01 -acre (500 square feet)
of impact proposed in this location. This would be an additional impact to
previously authorized impacts.
INSET 2: There are proposed impacts of 0.01 acre (531 square feet) of linear
wetland "E" and 114 linear feet of unimportant intermittent stream channel
"B" proposed for lot fill, which was previously authorized. This is 5 linear
feet less of unimportant intermittent channel that was previously permitted.
As well, the previously authorized bottomless arch culvert crossing, adjacent to
these impacts in INSET 2, in Phase 10, has been re- designed to avoid impacts
to the important intermittent stream channel. This avoided 56 linear feet of
CTX -13000

Ms. Karen Higgins
Highland Creek
November 20, 2013
Page 5 of 8
important intermittent stream channel. A headwall was incorporated to
minimize impacts associated with impacts to the stream, pond, and Neuse
Buffers in this location.
INSET 3: The sanitary sewer will need to cross Stream "E" in this location to
tie into the main trunk line to the north of the creek. Impacts have been located
to minimize impacts to wetlands and streams. There is 21 linear feet of
temporary impact to stream `B" and 1,265 square feet of Zone 1 and 846 square
feet of Zone 2 impacts to the Neuse Buffer, which crosses the stream at a near
90 degree angle with a maintenance corridor of 20 linear feet.
Typical construction equipment will be used such as a long -arm track -hoe,
front end loader, and bush hog for the initial clearing.
TOTAL PROPOSED WETLAND IMPACTS:
CTX -13000
Previously
Newly
Impact Location
Impact Type
Permitted
Proposed
(acres)
(acres)
Inset 1 (perm.)
Fill
0.01
(road)
Inset 2 (perm.)
Fill
0.01
(lot fill)
TOTAL
404/401 wetlands: 0.02 acre
CTX -13000

Ms. Karen Higgins
Highland Creek
November 20, 2013
Page 6of8
TOTAL PROPOSED STREAM IMPACTS:
TOTAL RIPARIAN B UFFER IMPACTS:
Impact Location
Impact Type
Previously
Newly
" "pact Location
Impact Type
Permitted
Proposed
(linear feet)
(linear feet)
Inset 2 (perm.)
Fill
114
Stream E (unimp. Int.)
(lot fill)
Inset 3 (temp.)
Trench & Backfill
21
Stream C (imp. Per.)
(sewer)
7 TOTAL
1141f of int. umimp.
21 if of imp. per.
TOTAL RIPARIAN B UFFER IMPACTS:
Impact Location
Impact Type
Impacts (square feet)
Zone I / Zone 2
Inset 3 (perm.)
Sewer Easement
1,265
846
allowable
Total Zone 1 Impacts: 1,265 sf
TOTALS
Total Zone 2 Impacts: 846 sf
CTX -13000

Ms. Karen Higgins
Highland Creek
November 20, 2013
Page 7 of 8
AVOIDANCE and MINIMIZATION: Specifically describe measures
taken to avoid or minimize the proposed impacts in designing project.
Impacts to jurisdictional streams and stream buffers have been avoided and
minimized to the maximum extent practicable, however due to required
infrastructure improvements there are proposed impacts . There are proposed
impacts of 0.01 acre (531 square feet) of linear wetland "E" and 114 linear
feet of unimportant intermittent stream channel "E" proposed for lot fill,
which was previously authorized. This is 5 linear feet less of unimportant
intermittent channel that was previously permitted. As well, the previously
authorized bottomless arch culvert crossing, adjacent to these impacts in INSET
2, in Phase 10, has been re- designed to avoid impacts to the important
intermittent stream channel. This avoided 56 linear feet of important
intermittent stream channel. A headwall was incorporated to minimize impacts
associated with impacts to the stream, pond, and Neuse Buffers in this location.
The sanitary sewer will need to cross Stream "E" in this location to tie into the
main trunk line to the north of the creek. Impacts have been located to
minimize impacts to wetlands and streams. There is 21 linear feet of temporary
impact to stream "E" and 1,265 square feet of Zone 1 and 846 square feet of
Zone 2 impacts to the Neuse Buffer, which crosses the stream at a near 90
degree angle with a maintenance corridor of 20 linear feet.
MITIGATION: There is less than 1 /10 of an acre (90 linear feet of important
stream channel / 0.046 acre of wetland) of total impacts (temporary/
permanent) to waters of the U.S. on the entire 320 -acre site. The applicant
proposes mitigation in the form of avoidance and minimization to waters of
the U.S..
STORMWATER MANAGEMENT: The proposed development is located
within the Neuse River basin and will be subject to the stormwater
management requirements set forth in Section 10, Chapter 9 of the City of
Raleigh regulations. Per City of Raleigh regulations, stormwater management
CTX -13000

Ms. Karen Higgins
Highland Creek
November 20, 2013
Page 8 of 8
on this site shall address two primary issues: (1) peak discharge rates and (2)
water quality management for nitrogen reduction. Please note that a
stormwater impact analysis was previously prepared and approved for Phase
10 in September 2010. This report serves as an update for that previously
approved analysis to account for the various changes to the Phase 10 layout.
Please note that the facilities provided in Phase 10 are adequate in meeting
applicable detention and water quality requirements. There are seven (7) total
stormwater management facilities proposed / built for the sub - basins that
contribute to these analysis points (4 facilities built as part of Phase 1 and
Phase 113 of the overall development, 1 facility under construction as part of
Phases 2 -7 & 11, and 2 facilities that are proposed as part of this preliminary
subdivision). There will be (3) stormwater wetlands facilities to service this
current and last Phase 10 of the Highland Creek subdivision. These facilities
will function as "dual- purposed facilities" by providing reduction in TN-
export and by providing detention such that the pre - development peak flow
rates are no greater than post - development peak flow rates in the 2- and 10-
year design storm events.
A copy of the final stormwater management plan and approval letter from the
City of Raleigh will be provided to NCDWR upon approval.
Consideration of this project is greatly appreciated. If you should have any
questions or require additional information, please do not hesitate to contact
me at (919) 287 -0895.
Sincerely,
Mcadams Company
Kevin Yates
Senior Environmental Consultant
Project Manager
Enclosures
CTX -13000

Since 1979
13 THE JOHN R. McADAMS COMPANY, INC.
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The CurrentProoertv Owner
Name: -raw Development Inc. c/o
Address: 63100 Westgate Road, Suite A. Raleigh. NC 27617
Phone:
Project Name /Description: Raleigh, NC
Project Number: CTX-06070 Manager: L-_lonMc)ore/ Kevin Yates
Date: April 29, 2013
U.S. Army Corps of Engineers
Attn: Mr, David Shaefer
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest. NC 27587
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, the current owner., hereby designate and authorize The John R. McAdams Company, Inc. to act
in my behalf as my agent in the processing of permit applications. to furnish upon request
supplemental information in support of applications, etc. from this day forward.
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only
for government officials to enter the property when accompanied by The John R.
McAdams Company, Inc. staff. You should call The John R. McAdams Company, Inc. to
arrange a site meeting prior to visiting the site.
r--.h
Print for Property Owner S&ature
Cc: Ms. Cherri Smith
NCDENR-DWQ
512 North Sal Isbury Street
Raleigh, NC 2760,
CIVIL ENGINEERING # LAND PLANNING - SURVEYING
PO Box 14005 e Research Triangle Park, NC 27709 , [phone] * fax [phone]
w,,vwJohnrnicadan`1S,CorT1

O�O� W AT �RWG
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 15
PCN Form —Version 1.3 December 10, 2008 Version
Pre - Construction Notification PCN Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
® Section 404 Permit E] Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number: NWP: 29 / GP: 3890
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Highland Creek — Phase 10
2b.
County:
Wake
2c.
Nearest municipality / town:
Raleigh
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Taw Development
3b.
Deed Book and Page No.
DB: 15084 Page: 2382
3c.
Responsible Party (for LLC if
applicable):
Paul Schubert
3d.
Street address:
6300 Westgate Road, Suite A
3e.
City, state, zip:
Raleigh, NC 27617
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
pauls @mts- nc.com
Page 1 of 15
PCN Form —Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Responsible for Development of Highland Creek
Phase 10
4b. Name:
John Dempsey
4c. Business name
(if applicable):
Pulte Group, Raleigh
4d. Street address:
1225 Crescent Green Dr Ste 250
4e. City, state, zip:
Caiy, NC 27518 -8119
4f. Telephone no.:
919) 816 -1151
4g. Fax no.:
(919) 677 -0934
4h. Email address:
John.Dempsey @PulteGroup.com
5. Agent/Consultant Information (if applicable)
5a. Name:
Kevin Yates
5b. Business name
(if applicable):
McAdams Company
5c. Street address:
P.O. Box 14005
5d. City, state, zip:
Research Triangle Park, NC 27709
5e. Telephone no.:
919- 361 -5000
5f. Fax no.:
919- 361 -2269
5g. Email address:
yates @mcadamsco.com
B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
1748231683
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.9016 N Longitude: - 78.5206 W
(DD.DDDDDD) (- DD.DDDDDD)
1 c.
Property size:
Win Current Phase 10: 77.66 acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
proposed project:
Toms Creek
2b.
Water Quality Classification of nearest receiving water:
C; NSW Stream Index Number 27 -2
2c.
River basin:
Neuse / HUC: 03020201
Page 2 of 15
PCN Form —Version 1.3 December 10, 2008 Version

3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
The existing Highland Creek residential subdivision is located on the north side of U.S. Hwy. 401,
approximately 2000 ft north of its intersection with Ligon Mill Road (SR 2044), adjacent to Tom's Branch,
south of Rolesville, Wake County, North Carolina. Specifically, the current and last phase of the project, Phase
10, is located in the northwest quadrant of the existing Highland Creek subdivision. The current project area is
approximately 77.66 acres of the overall 320 acre project.
Approximately 60 percent of the subject property can be characterized as cleared /maintained /disturbed land
with shrub /scrub vegetation, while 40 percent is comprised of sparsly forested areas along the riparian
corridors. The riparian buffer consists of mainly loblolly pine, Red Maple, Tulip Poplar, a few Oaks species,
with an understory Chinese Privet, and vine species. There are also several old asphalt roads left from the
former trailer park in the southwest quadrant of the project area, and a previously constructed stormwater
management facility on the eastern boundary (See Figures 1- 3).
The subject property drains to Toms Creek, which empties into the Neuse River (HUC 03020201). The limits
of the streams have not changed since the overall permit was issue. Within Phase 10, there is 2,370 if of
intermittent stream, with 119 if of that being unimportant intermittent stream channel. There is also 2, 258 if
of perennial stream, and 2.23 acres of riparian wetlands. The linear wetland "E" at the head of Pond A, has
been reduced by 30 square feet from the previous delineation, due to the lack of hydric soils and hydrology.
All waters in Phase 10, drain to Toms Creek, which is designated as Class C/NSW and subject to the Neuse
River Buffer Rules. Both Stream Features "A ", "C ", and "D ", and Pond "A" are subject to the riparian buffer
rules See Figures 1 -3, for existing condition and the previous Neuse Buffer Determination Letters,
(NBRRO# 07 -140) and approved USACE wetlands map (USACE Action ID # 200521177) (enclosed).
Land use within the vicinity of the project is multi - family and residential, and with forested areas in the
vicinity of the project area. There is also City of Raleigh sanitary sewer easements within and adjacent to the
property and a greenway running along the northern boundary of the property.
Page 3 of 15
PCN Form — Version 1.3 December 10, 2008 Version

3b. List the total estimated acreage of all existing wetlands on the property:
Riparian: 2.26 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
2,258 I.f. of Perennial Stream / 2,370 I.f. of Intermittent Stream
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to provide housing to north central Wake County, NC.
Page 4 of 15
PCN Form —Version 1.3 December 10, 2008 Version

3e. Describe the overall project in detail, including the type of equipment to be used:
The entire Highland Creek project, stream and wetland impacts were originally permitted by the USACE in
October 19, 2005 (NWP 39- USACE Action Id. 200521177) and NCDWQ on December 2, 2005 (DWQ 9 05-
1882). A majority of the proposed project is built -out, aside from the current and last phase, Phase 10. Phase 10
of the development will consist of 272 single family lots, with associated utilities, stormwater management
and roadway improvements. The Phase 10 project area is owned by Taw Development but will be developed
by Pulte Homes, and eventual ownership handed over to Pulte.
PREVIOUSLY AUTHORIZED IMPACTS: Previously permitted impacts for the entire project were
approximately 0.046 acres of wetlands (temporary and permanent impacts), 209 linear feet of stream channel
(temporary and permanent impacts), and 13,775 square feet of Zone 1 and 48,322 square feet of Zone 2 of
Neuse Buffer impacts. These impacts were for a road crossing, sewer line crossings, greenway impacts, and
minor lot fill.
CURRENTLY PROPOSED IMPACTS: A majority of the impacts in Phase 10 have been previously
authorized by the Corps and DWR. The entire site was designed to minimize impacts to aquatic resources,
while utilizing the remaining parcel. The design is for high density but all proper sedimentation and erosion
control measures will be implemented, as well there is network of stormwater management facilities
strategically placed throughout the site to minimize runoff (See Figure 4, Insets 1 -3).
INSET 1: Although efforts have been made to avoid impacts to the wetland in this location, construction of the
side slopes coming off the road to the north and west will likely impact wetland "A ", so there is 0.01 -acre (5 00
square feet) of impact proposed in this location. This would be an additional impact to previously authorized
impacts.
INSET 2: There are proposed impacts of 0.01 acre (531 square feet) of linear wetland "E" and 114 linear
feet of unimportant intermittent stream channel "E" proposed for lot fill, which was previously authorized.
This is 5 linear feet less of unimportant intermittent channel that was previously permitted. As well, the
previously authorized bottomless arch culvert crossing, adjacent to these impacts in INSET 2, in Phase 10, has
been re- designed to avoid impacts to the important intermittent stream channel. This avoided 56 linear feet of
important intermittent stream channel. A headwall was incorporated to minimize impacts associated with
impacts to the stream, pond, and Neuse Buffers in this location.
INSET 3:The sanitary sewer will need to cross Stream "E" in this location to tie into the main trunk line to the
north of the creek. Impacts have been located to minimize impacts to wetlands and streams. There is 21 linear
feet of temporary impact to stream "E" and 1,265 square feet of Zone 1 and 846 square feet of Zone 2 impacts
to the Neuse Buffer, which crosses the stream at a near 90 degree angle with a maintenance corridor of 20 linear
feet.
Typical construction equipment will be used such as a long -arm track -hoe, front end loader, and bush hog for
the initial clearing.
Page 5 of 15
PC Form —Version 1.3 December 10, 2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes El No Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
❑ Preliminary ® Final (UNKNOWN)
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: S &EC / McAdams
Name (if known): Kevin Yates
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
• The original jurisdictional determination for the overall project, including current phase, was issued by Mr. Todd
Tugwell, of the USACE on August 4, 2005 (USACE Action ID # 200521177). An intermittent important stream call was
conducted September 4, 2005, for the original stream Feature H, which was deemed an important intermittent stream
feature from flag 216 to the pond, and unimportant from flag 216 to the linear wetlands. Original Feature H, now Stream
Feature C, is currently important intermittent stream feature from flag 216 to the pond.
USACE Action ID # 200521177, issued 8/04/05; Field confirmation of delineation of sewer alignment on August 7, 2007.
A surveyed plat was prepared by MSS Land consultants dated August 8, 2007 and submitted to the USACE (attached).
• DWQ Neuse River Buffer original determination issued 1/27/05 and for the sewer alignment on 7/25/07 (NBRRO# 07 -140).
5. Project History
5a. Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
• NWP 39 (USACE Action Id. 200521177) for the Highland Creek Subdivision was issued on October 19, 2005 by Mr.
Monte Matthews.
• 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer Protection Rules issued December 2,
2005 (DWQ # 05- 1882).
o Modification to 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer Protection Rules
issued March 6, 2006 (DWQ # 05 -1882) for the Highland Creek Subdivision was issued by Mr. Alan Klimek.
• Approval of the Highland Creek Subdivision (Phases 2 and 4) stormwater management plan (DWQ # EXP 05- 1882v4)
was issued by Mrs. Cyndi Karoly on July 2, 2007.
• Approval of Buffer Authorization Certificate per the Neuse River Buffer Protection Rules issued August 20, 2007 (DWQ EXP
No. 05- 1882v5).
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
This is the last phase of the Highland Creek subdivision.
Page 6 of 15
PCN Form —Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number -
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ - non -404, other)
(acres)
Temporary T
Inset 1 (perm.)
Fill
(road)
riparian
® Yes
❑ No
® Corps
® DWQ
0.01 ac
Inset 2 (perm.)
Fill
(lot fill)
riparian
❑ Yes
® No
® Corps
® DWQ
0.01 ac
2g. Total wetland impacts
0.02 ac
2h. Comments: (See Figure 4, Insets 1 -3)The 0.01 acre of lot fill was previously permitted.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ - non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
Inset 2 (perm.)
(lot Fill l)
Stream "E"
Unimp. Int.
® Corps
ft
114
Inset 3 (temp.)
Trench & Backfill
(sewer)
Stream "C"
Imp. Per.
❑ Corps
❑ DWQ
5 ft
21
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
135
3i. Comments: (See Figure 4, Insets 1 -3) The 114 linear feet of lot fill was previously permitted.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the
U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
- Permanent (P)
or Temporary
T
01 ❑ PEI T
02 ❑P ❑T
03 ❑ PEI T
04 ❑P ❑T
4f. Total open water impacts
N/A
4g. Comments:
Page 7 of 15
PCN Form - Version 1.3 December 10, 2008 Version

5. Pond or Lake Construction
If pond or lake construction proposed, then com lete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
N/A
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse ❑Tar- Pamlico El Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
T
Inset 3 (perm.)
Sewer
Stream "C"
No
1,265
846
allowable
Easement
6h. Total buffer impacts
1,265 sf
846 sf
6i. Comments: (See Figure 4, Insets 1 -3)The proposed riparian buffer impact is considered allowable under the Neuse Table
of Uses.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts to jurisdictional streams and stream buffers have been avoided and minimized to the maximum extent practicable,
however due to required infrastructure improvements there are proposed impacts . There are proposed impacts of 0.01
acre (531 square feet) of linear wetland "E" and 114 linear feet of unimportant intermittent stream channel "E" proposed for
lot fill, which was previously authorized. This is 5 linear feet less of unimportant intermittent channel that was previously
permitted. As well, the previously authorized bottomless arch culvert crossing, adjacent to these impacts in INSET 2, in
Phase 10, has been re- designed to avoid impacts to the important intermittent stream channel. This avoided 56 linear feet of
important intermittent stream channel. A headwall was incorporated to minimize impacts associated with impacts to the
stream, pond, and Neuse Buffers in this location.
The sanitary sewer will need to cross Stream "E" in this location to tie into the main trunk line to the north of the creek.
Impacts have been located to minimize impacts to wetlands and streams. There is 21 linear feet of temporary impact to
stream "E" and 1,265 square feet of Zone 1 and 846 square feet of Zone 2 impacts to the Neuse Buffer, which crosses the
Page 8 of 15
PCN Form — Version 1.3 December 10, 2008 Version

stream at a near 90 degree angle with a maintenance corridor of 20 linear feet.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The design is for high density but all proper sedimentation and erosion control measures will be implemented, as well
there is network of stormwater management facilities strategically placed throughout the site to minimize runoff.
Proper sedimentation and erosion control methods will be utilized during all phases of construction and installation as
described in the Erosion Control Plan sheet reviewed and approved by the NC Division of Land Quality and City of
Raleigh. All work will take place during dry conditions and can be facilitated from high, non - jurisdictional, stable ground
adjacent to the Neuse Buffer. The contractor shall install silt fence, inlet protection, sediment traps, diversion ditches,
tree protection, clearing only as necessary to install these devices. All erosion and sediment control measures will be
checked for stability and operation following every runoff producing rainfall , but in no case less than once every week.
Any needed repairs will be made immediately to maintain all measures designed. An erosion control inspections report
is required and will be kept by the owner's representative.
Temporary seeding and permanent seeding plans are included to restore most the buffer areas which will not be
permanently impacted by the new outfall structure.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
❑ Yes ® No
There is less than 1 /10 of an acre (90 linear feet of
2a. Does the project require Compensatory Mitigation for impacts
important stream channel / 0.046 acre of wetland) of
to Waters of the U.S. or Waters of the State?
total impacts (temporary/ permanent) to waters of
the U.S. on the entire 320 -acre site. The applicant
proposes mitigation in the form of avoidance and
minimization to waters of the U.S.
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this project?
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Lane Island Bank Parcel for Buffer Impacts
3b. Credits Purchased (attach receipt and letter)
Type Buffer
Quantity 5,387 (Reserved)
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
Page 9 of 15
PCN Form — Version 1.3 December 10, 2008 Version

5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee
responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments: Per the Neuse River Riparian Buffer Rules Table of Uses the proposed acitivities are deemed an allowable use.
Page 10 of 15
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments:
The proposed development is located within the Neuse River basin and will
be subject to the stormwater management requirements set forth in Section
10, Chapter 9 of the City of Raleigh regulations. Per City of Raleigh
regulations, stormwater management on this site shall address two primary
issues: (1) peak discharge rates and (2) water quality management for
nitrogen reduction.
There will be (3) stormwater wetlands facilities to service this current and
® Yes ❑ No
last Phase 10 of the Highland Creek subdivision. These facilities will
function as "dual - purposed facilities" by providing reduction in TN -export
and by providing detention such that the pre- development peak flow rates
are no greater than post- development peak flow rates in the 2- and 10 -year
design storm events. The combination of the stormwater wetlands and
associated rip -rap dissipaters will meet diffuse flow requirements for the
proposed project.
Page 11 of 15
PCN Form —Version 1.3 December 10, 2008 Version

2. Stormwater Management Plan
Existing: 71
2a. What is the overall percent imperviousness of this project?
New Proposed Impervious: 11 %
2b. Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The proposed development is located within the Neuse River basin and will be subject to the stormwater
management requirements set forth in Section 10, Chapter 9 of the City of Raleigh regulations. Per City of
Raleigh regulations, stormwater management on this site shall address two primary issues: (1) peak discharge
rates and (2) water quality management for nitrogen reduction.
Please note that a stormwater impact analysis was previously prepared and approved for Phase 10 in
September 2010. This report serves as an update for that previously approved analysis to account for the
various changes to the Phase 10 layout. Please note that the facilities provided in Phase 10 are adequate in
meeting applicable detention and water quality requirements. There are seven (7) total stormwater
management facilities proposed / built for the sub - basins that contribute to these analysis points (4 facilities
built as part of Phase 1 and Phase 1 B of the overall development, 1 facility under construction as part of
Phases 2 -7 & 11, and 2 facilities that are proposed as part of this preliminary subdivision). There will be (3)
stormwater wetlands facilities to service this current and last Phase 10 of the Highland Creek subdivision.
These facilities will function as "dual- purposed facilities" by providing reduction in TN -export and by
providing detention such that the pre- development peak flow rates are no greater than post - development peak
flow rates in the 2- and 10 -year design storm events.
A copy of the final stormwater management plan and approval letter from the City of Raleigh will be
provided to NCDWR upon approval.
® Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Raleigh
❑ Phase II
3b. Which of the following locally - implemented stormwater management programs
® NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached? A courtesy copy of the SW Management Plan will be provided upon
approval by the City of Raleigh.
4. DWQ Stormwater Program Review
❑ Coastal counties
4a. Which of the following state - implemented stormwater management programs apply
❑ HQW
(check all that apply):
❑ ORW
® Session Law 2006 -246
Page 12 of 15
PCN Form — Version 1.3 December 10, 2008 Version

Page 13 of 15
PCN Form — Version 1.3 December 10, 2008 Version
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes ® No
use of public (federal /state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after - the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The proposed project is a single and complete project with appropriate land use control and stormwater measures in
place for specific areas which require them.
4.
Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Waste water will be directed into an existing City of Raleigh maintained sewer line.
Page 13 of 15
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The USFWS web page http: / /www.fws.gov /nc -es /es /countyfr.html and the Natural Heritage virtual workroom
http: / /nhpweb.enr. state. nc. us /nhis /public /gmap75_main.phtmi was accessed on November 6, 2013 to determine if the
project would impact Endangered Species or Designated Critical habitat. Based on this research, the bald eagle
(Haliaeetus leucocephalus - BGPA), Michaux's sumac (Rhus michauxii - E), and red - cockaded woodpecker (Picoides
borealis - E) are federally listed species to occur within Wake County. Based on field inspections, it is believed no
adverse impacts will occur to threatened and endagered species and their known habitiat due to the contruction of the
proposed project.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
An interactive map located at http: / /ocean.floridamarine .orgefh_coral /ims /viewer.htm was utilized on November 6, 2013 to
determine if the project will impact Essential Fish Habitat.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
A review of the list of properties and districts in North Carolina entered in the National Register of Historic Places
( http: / /www.hpo.ncdcr.gov /nrlist.htm) was conducted on November 6, 2013 for Wake County, and it did not reveal any
listing within the project area. It is believed the proposed project will not occur in or near an area that has been
designated as having historic or cultural preservation status by the state, federal, or tribal governments
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements: This project will be designed to meet FEMA requirements and
reviewed by the local delegated Floodplain Manager within the City of Raleigh.
8c. What source(s) did you use to make the floodplain determination? North Carolina Flood Insurance Rate Map Panel 1748
does not show 100 -year flood areas or floodways located on the subject property.
Kevin Yates
Date
Page 14 of 15
PCN Form —Version 1.3 December 10, 2008 Version

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11 -14 -2013
(919) 361 -5000

MAR- 6 -20Q6 17:12 1-ROM:DIJ0. WETLANDS 91973'3['093 10:93612'6`6 1:2/1.3
�C� vl A %c
`©i:
> r ...(
lvlichaal r'. Easley, Govoiltor
William 0. Ross Sr„ Secrctary
Noah i ^_nroliva Delxulmmt de T'•nvir(-mmcilt at)d Nmuml Rctiourccs
Mwa W. Mimek, P.E. Diractor
))lvisipn of wau r Onalily
:.v<tl):ch 0, 2006
DWQ Project •# 05 -1882
Wake County
Mr. Gary Metltven
Centex Homes
2301 Sugar I°Iill Road
Raleigh, NC 27612
Subject Property: Highland Crea=k Subdivision
UT to Tom's Branch [030402, 27-24, C, NSW]
MODIFICATION to Approval of 401. Water Quality Cer ifleatxoie and Authorization Certificate per
tiie Neuse River Buffer Protection Rules (15A,NCAC 2B M33) with Additional Conditions
Doan Mr. Methven,
You have our approval, in accordance ccordance with ti').e attached conditions and those listed below, to place fill
within or otherwise impact 0.0466 acres of wetland, 209 lilacar' feet of stream and 13,775 square feet (fe)
of prowcted Zwae 1. Neuse River basin riparian buffer and 48,332 square feet (ft) of protected. Zone 2
Neuse River ba.siaa riparian buffer for the purpose of constructing the thorou.gl_ tm road at the subject
properly, as described witbin your m0dificati.on request dated January ?Jl-, 2006 and a(lditional
information received on February 24 a,arl Ma (,,b 2, 2006. This corresponds to your i..tai.6al, application
dated July 28, 2005, and, received by the N.C. Division of Water Quality (*D Q) on Rily 29, 2005_
irllpact,G are covered by General Water Equality Cm- ti,zcation Number(s) 3402 (('0402). The
CeTll'F. calion(s) allows you to use Na"doMida Pemlit(9) 1VV 39 when issued by the ITS Army Corps of
Engineers (USACE). This lettex shall also €let as your approved Authorization Certificate for impacts to
the �Woteeted ri.pofian buffers per 15.A. NC AC 2l3 ,0233. in addition, you should obtain or otherwise
cou ply with any othor required feaierral, state or local persriits before you co ahead with your project.
including (but not limited to) ..Erosion a-rid Se l.,u ae'.0 Colm:ol, and Non - discharge regulation, Mso, this
approval to pror;4,(ar;l wltla your prF3'pos'ed liuifi'i9e cb. or UP a.,owiduct Aiilapac6o, ((o waiter> as depicted iin
your applicatia m s} maH expi e! alaor.t v- %j0ra1kwi of tu�c! 4.04. or CA.MA Per';xlu.0:,
This approwd is fov she pill,pos'[' and de ign f at you dnrfn ih, -; 1 in OP, rnndif'ication to your original
rc'qucst. U. you change your prgnt, you must notify us and. you imay be requim -d a new
applaua:ion, prlf the l lavexty i:5 sold, tb(•, pe. owkie., n)uct lie: giv en,ra copy of this Ct- a -tificat'.ion and approval.
lettvc and is B,heleby responsible for complying wttb all condition tftotal fills '.For this project (now or 7.ii
the fUtUF(-') em"Ced one, acre of wetland ok 1501iueuar feet of'st OW), empensatoty mitigation inay be-
l;rqu,i.red as described hi 15 A NCAC 21 -.1; .0506 (h). TRAg l3!lO:l9MC.e?a"1 ION requires you to follow that
conditions listed W tim att5a5'.l1 v-d a:anrfificalfion and 7nny S,)dGJR1jonA1 C.O.8dMons Usted below,
Ono
401 ovcrFi Rht /! xpccss Rcvicw PccZVttiatg Unit1d��4tlZl1 f
100 Wtnil Scmac Center, Raleigh, Noah Carolina 27649 -1650
2321. Crnbircc L�oulcvsa(3. Suite 250, Raleigh, North Carolina 27,604
Phone: 919 „73;1,17,46 / PAX 919.79,3 -6843 1 Internet: ht py.i t7SltiLSt_i.YC,)tr�n/,l[ w�lnn(ig.
Ah Equnl ot+lrortuaity /AMxmalivv, Adioa Employes --50% RV"(;yclmVA XV Post con1111m. Pnpat

MAR - 6--2006 :17:9.2 FROM: DWO -Wl :l-LANDS 91973-561393 M; 9361'2269 P: 3/1.3
CmItex HoracS
t'ago 2 of 5
March 6, 2006
The Additionail ronditiong fW the Cerfifie a.f ie)D.t -re-�
1. f npacts. Approved
Tho .following ixopacts a:cc hereby approved as long as all of tbf.t other specific and general
conditions of this Ce.'ailzcatlon (or Isolated Wedand. Permit) are met. No other impacts are
approved inclading ixn4'dentral iAnikYacf$a
Impact Tie __
Amoun.t.Approved (Units)
M µy Plata Loca.tzon. or Referenre
404AVetla,ad
0.046 {ac res)
Jan, 24, 2006 PCN gage 9
SLrema
209 (lima. feet)_ -�- Jan.. 24, 2006 PCN age 10
Buffer • -Zone 1
23,775 (square fib
July 28, 2005 .PCN page 13
Buffer .- Zone 2 4i A,
48,332 (aware ft.)
_ --
_ JuI 28,2005 PCN page 13
2, No Waste, ,spoil, Solids, or Fill of Any Kind
No waste, Spoil, solids, or fill of any kind shall ocotiz i.i wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pro.-Constructioi) NotiBeat�iom All construction
activities, itacludixkg the design, instal.laticyn, operation, and maintenance of sr-diment and erosion
control Best Management Practices., shall i a performed so that no viola dom of state water quality
standards, statutes, or rules occtir.
3. Erosion. and sediment control practxCBS must be in {till cornpliame with all specifications governing
Che proper design, itxstallation and opciati.or mid maintenance of such 1: 3est.l�laalagexalent Practices in
ordex to protect surface wasters staatlard.s:
a. The erosion and sediment. control rueasure;s for t'i'le projcet .must be designed., installed,
operated, and maintained. .in accordaiace'with the most a'ecmt vcrsi.00 of the NOY111 corolzrua.
Sedirn&at, rttaFl, F. mr ;on C'viarol .t'7anning, and DesigPa .Mca mal,
b_ The des :i n, ixiisi.allnilo.u, opera :lo% and maintenance of the Sediment and erosion 00mrol.
oasm must be sock that they equal, ox emmn.d, the resluirerxaems speeiiied ixi the most.
rece;xt yr rsion o:f the .North (�arohn a &darayerai and T a'r),siot1 Conf rol iV anuaZ. The devices
shOl bra maintained on all construction sites, borrow sites, and waste pile (Spoil) projects,
ii:ichidiag; contractor-owned or le,FiSP. d ()or3ow pits assofnated with the projmt.
C. SuPriciex'It: xnatexia.ls required :fay- stabilization nand. /m rep nit or r:ao,cion coaxtcol rage asures and
swraxxwa.t.ex routing and trFatme.iit shall boon si,3 €t.. all ti=mes.
4. Seel.itraexlt: aiid. FSrosioli Ccintrnl Measures
Sndirricm and e 'o si,orl. owlty0l, ixcastlres shelp riot be placed in wetlands or wa�'rors to the anaxinium
exteial. pxacdcablo. If placement 61 sncliytarrlt ayattl erosion coxltrol tlt.vicc:, iaa wctla•nds and waters is
airaavaidable,'f :.txc,y shall be wa27CSVP,.Ci. xall.cl the 11al-Ixai :.9-:ade mstoai:d INithill W.) (2)Wiy.o:o.t1)3 Of the date
that tile. 'EAvision of .l.,an d RosorkrceS has rnle,,).Aed Ilia. pvoj.QCt;
5. Protective R icing
'PlIC Q111r,43C btsffa; -, wrtlaslCd ox imnter bouxa.rlaxy rtx'i.tl filMl.g the coxastmi lion co ?valor within these
bounefaries approved aw.do (is a.t.ith:oxiza.tiola sh;,1J.1be, clehxly zllal;l<,cd with oranpc wwrnin- fenchig
(oi• si rnilar .high vysih:tl.lCy xr1.2.i:rxi.aJ) fors flee areas that have been. approvcd to infringe within the

MAR -6 -2006 17:12 l-R(atl :I�I.IfI I,dl= _fl_(�hll :)r; 51.`.Ji G! :i`_) :3 f0: 1361'c E `.J Po/1/13
Centex. Homes,
pa,�e 3, of 5
,larch 6, 2006
buffet, wetland or water prior to any land rlistrtt b ?.Ylg ac t :lvitres to emace corrlpliaiice with 15A
NCAC 213 .()23 and (K.: 3404;
6. St :oreawa.t,a lVlat.)age ? °nc :tar. :t'laxr App;cvect zo;° 1'.t)as�: l
The final, written stonnwater n:anageznent plan for Phase X (znoludi.t% the :;signed mind notarized
Operation and Maintenance Agreement) dated February 21, 2006 and t3).e amA) ndcd design
specificatt.orl.s dated Marcb 2, 2006, must be tmplc anted and the staianwater nia.nagemeCl2
facilities sbab. be consmicted and opp,rtttiotaal b ^;:bile any permanent b-aiilding is occupied at the
subject siteo'Tlxe structural stornalvatl ;r practices as approved by t:bss Of. ce as well. as drainage
patterns must be maintained in perpetuity. No ahan «es to the structural ;,tonncVater practices shall
be rnade vvithout written authorization fron-i the Division of "dater Quality.
7. Written Stornawater Management Plan (Final Plan Needed for Phase 1 )
A. final, written stormwater, tnanagei-nrttt plan (including a signed and notarized Operation and
Maintexzanee Agreeinent) shall be submitted to the 401 Oversi.gl)t and Express Permitting Unit
(2327. Crabtree Blvd-, Suite 250, Raleigh, NC, 27604) w.itl)in 30 days of approval of the phased
constructioza drawings as pea' the Written Stormwater lv magcrrcnt Plan Binding Agreement dated
September 22, 2005. The storoawatar management plazas shall be approved in w riti -ag by this
Office before the impacts specified in this Certification ocour per Condition No. 4 in GC No.
3402. You have the option of using the Express review Program for expedited approval of these
plans, If ,you propose to use the E-xlness Review Fr°og;,Tatn, remember to include the appropriate
fee with the plan.
The srosrnwater managen'aent plan must include plains, specifications, and workshects for
stormwater nrnanagernent facilities that are appropriate for the surface water classification [C
NSWJ and desigured ter rernove at. least 95% TSS according to tfte most .rer:ent version of the NC
DENR S tor r7nwateT Best M�at)ageonleri t'er- 9rtice6 Mau ual, These faciIities nlrast. be designed to
treat the runof loin). tl)r entire project, Also, &efore- a)ly permanen) btlldizxg: Is occupied at the
snbjcct site, the facilities (as approved by this Off ?cc;) shall be constructed rand operational, and
the starn)water inanageinent plan (as approved. 'bar this Offilce) shall tie itn])lc:nrnenated.
8. Curvert:lnstallation
Culverts required for this l :)ro)c.c't shall be inst.aflc:d in such a n1anner that. thi: oviginal stmain profiles
are not a.lte`ced.Exlsfin� reni. di,ta?ettc..ons (rt)s l.itd2. ?9.g the rzosS section di iez)Ciiom, pattern., and
longitudina) pP:ofilc) rivapt be mai.vtL1;F -nod. D -bow., ;trjfj Ixal.uw localawh ; Of er.)Cli Gill- yeirt_ C1AvelTs' silall
bey designed. and insi :allcd to allow fo): rtclaratie..l'if'e alrovetlae>zt as well as 3o iareve ;.rt laeact Cutting of
elac st:rr,azns. i :i rlt).y of the f occrrrle perched, thra apfropd.w.o, strean) grade shall
bc. rr.- csulblistaecl OT." if the p :ipe %: iitsirtl :(ed. &a ,a perLhed nxtnne-'r, the pipes shall ile remove -d and ro --
nnstalled cuure fly.
Culvert(9) Shall licit l)e in : ;tal,l { ; ;i i.n sur.:.b. )v n1an -j'w "r 0.1t ?.t. will {,3t380; ag9fad:atio;a or esvosion of the
streani tip or d.owri strc7,m of tkre culvert(s). Fxisti_ang sireklm dimensiw:v (iarluding dip, c_ioss section
dirrncnsions, pattrtx) azad kx1gitudin'A profile) s )call 'bu :txa;dwained above and below locations of r.-.ach
culvert. `l v'refor�'., you ?rrtast provide plans witlb ades.Iuate details that indicate that the current
stabi']ity of the ,nv�t :ra). will be n-naint,,d -ned or eaahanct d. You naust mceivo written approval front this
Offs. , for the above plains be)Foro tl),e culivert(s) i:. installed. f, :tzivert(r,) €rnratt lac iYrs)alled ;err) }'di ?7g
to approv(,A p1mis.

MAR-•6 -2806 17:9.3 FROM =DI•!G! IxIEa "L_RhDS 919733%:093 '0:93612_'69 P: 5/13
Cellt.ex l {orYlec
Fagc 4 or S
Marcia 6, 2006
Placement of culverts and other st ucw es it, watayg, stY•carns, and wedands must be, placed below
the elevation of the streambed by one foot for all culvws with a diameter greater thall. 48 inches.
and 20 percent of ti c aril.vcn: cliarArevr or, aul.vwi'ts havtog a. dia aetcr Jess Ilan 4$ inches, to allow
low flow passag of wamx and aquatic -life, Design and placement of culvei.0 ai:ld other structures
includ.in temporary erosion control measures shall not be conducted in a niamier that may reslilt in
dis- equilibrium of wetlands or streaYnbeds or banks, ad}acent to or upstream and down streain of the
above structures. 'The applicant is regnired to provide cvi.dence that. tree equilibrium. shall be
ma.intairicd If rogoested in writing by DWQ.
The establishinent of native, woody vogC&ation and other soft stream bank stabilization techniques
zaust be used whore practicable instead of r•ip rap or other bank. hardening methods. if rip -rap is
..necessary, it shall not: be placed in the stream bed, finless specifically approved by the Division of
Water Quality,
Installation of culverts in wetlands inlilst PiisurP COMinuity of water movennem acrd be dcsigned to
adcguatel.y accoratnotlat'e hi I.r \,vater o:r flocr(I Conditions.
Upom Completion of the project, Cite Applicant shall complete and return the enclosed "Certificate of
Complctioll" lfornl to :notify NCQ'trVQ when all work included in the §401 Certification has been.
completed. The responsible party shall cornple°le the attached form and ieturn it: to the
401/Wetlaricls Unit of the NC Di —Osion of Water Quality ripon completion of the project. please
send photographs uf�str�eain and downstream c.1f cir7a, cuJvert s2Ee 10 tdo4'isrraw2.€ correGi cnSlca7.ia8iVn
along with the Cei ifiraie qf f;onnpiriion prm.
9. Decd Notificatiot)s
Deed notifications or similar rnecl:iacni3rns Siaa.J.l bo p3neod O-A all ret;aiicd Ju- i.sdicti.ona.J wetlands,
waters and Protective buffers, 111 order to ASStlri• COxtxp11�3iCe for future wetland. water and buffer
iTnpact. "Chese r:cnectia.Ynr,Cns sb.Q be, • )l.Q in phwo priar to impacting any wetlands, waters and /or
buffer.•:s approved ('or .irnpa,rt undo -r tbi.a Conilicatio:. Approval and Aaitho)Jzat.ion Calificate. A
sample deed ca -si be downloaded . i- tiiilr i:1lG �t)7 � let} Lrlds VJ,.zif. �rreE, sire aY
}5..tp: / / }1.�0- t`.Jjr -$t CE ^.aac .usfiicvvet:tarZel` . 'T to text of the sample dead S'Eodfi.c-l2ion xn ay be ii.)odi.fied
as approprzu,, to suit; to ibis project.
10. Coinst,curtioAZ Slaril'waiev 13c:iw&..NCGiO3,0 000
Upon the ap p.vo;va.l Y�fi; au. Erosion and Sedi ner :.at tt:ioli Control '.Marl :issue, by idle Division of Land
Resources (D1,111) ar° a. DLL delegated local iarosiorl and sediinentati.on. 6:rnitrol, pr(.,g:cam, a.n
:NJ.IfY iS General stoY- lT1`4vuO,7i pVr,-,nU' -- (:3CC 010000) a' :lniixlist�.recl by DWQ is automatically issued
to ille prcjrcf:. 11-11s Ganoro- l T'erinit Fil:lows stcrll::rrti3 i:ter to be dis,chaa'ped during la;nt -l. d:istuAbing
construction tic,tio n ac%iviGue:v as sti;pul.ated b-y cond..'st:°iorrs ill the permit. If your projccr. is Covered by Alas
perrolt .applicable to construction lwo acts tht:.t: disturb oa e, (l} or racire ac..,Tin 1. full. corlipll -ince
Wi.t:19. pGrillal c().n{1Pti(]l1s ii.cl.tld7 ➢lyn file c di:trtc;'r.�:otioz,'. control phlna, Se.IJ'- i- aoll.itoriilg,. record keeping
arrcl• reporting YP41- 11irCTOMMS are r• gYAI'ead, ,A ropy of this p - -rn-& wind forams may
N-,, found at lze sulr °na rtr,s << >c °zrrraerazs,lr.?rt➢. s
H. Certificate of C„o:rnpl( "60.11
Upon compla7;11.011 of all wont appravad Within the 401 WwRr QW14 C'uxlfwation or applicable
Bilf fer Rulcs, ai.i.d. axi.y subsequont n- wilihcatkywS, afar, nppliaow is reclga T-00 to )-e,tcrrn the attached

MAR -6 -2006 17:13 TD: 93612 E9 P: 6/13
Centex Homes
Page: 5 of 5
V arcli 6, 2006
ceT:ti:(icai:c of aonsjslrClozl to the 401 EJvcz ,is?ytl'r�t .t�R as _l��evievr Permitting Unit, 1. wil). C•arol:iva
t)ivisinn of Wjs:r.:e Qtmli�. , 1650Ivl.k.il ,yet vice Ct —.ter, Raleigh, N'( ". 27699- 1.(,)50_
Violations oi' at ,)y c;oiarJition herein set forth may result in revocation of this C crtkfTcation and may tcsul.t
criminal and /or civil l:7ekla.lC:ios. The authorization to proce'e(1 with yom propoq&t impact.s or to conduct
ikvlpacts to waters as depicted In your appl.ica ian and by this Ceftit-tcation.,, shall expire upon
expiration of the 404 or t: AMA. e'er Wt.
If you do not acropt any of the coriditiorls of this Cotliftcation (associated with the Approved wet] and or
Stream i.napacts), your may ask, for an adjudicatoxy hearing. You must act witlkin 60 days o:C the date that
you receive this letter. To ask for a hearing; serid a WAtten petition. which con Forms to 0.1apter 1506 of
the North Carolina. General. Statutes to the Office o u g A ds I s, 6714 td;[a. l Service Center,
Raleigh. MC ". 27699 -6714. This certfficatioji. and its conditions are final and bi iding unless you ask for a
bearing.
Any disputes over detea117inations regarding ttlis Authorization Cenificate: (associated with the approvcd.
buffer impacts) s.tiall be referred in widting to the Director for a decision. The D.ircctor's ciceisioll is
subject to review as provided in Mcrae les 3 and 4 of (18. 1.50)3.
This letter completes the review of the Division of Water Q;,iality under Section 401 of the Clean ` ate ,
Act and the Noose riparian buffer protection mle as described within 15.E NCA C 2- .0233. If you have
any questioxis, please. telel3;horle Cyndi .Karol.y axe gintltia ''Tan. Derr Wie.l.c at 019 - 733 - 1786.
sinmely,
7
,i z a A.l.a.i'<W. Irl%n.re:(a, P.�.,
ftWK /cvdw
iEnclosuecs: dy-4 3402,
�. ;grlif.HGlre f>1` ( {7t1Aph -tion
ce: Kevin Yates, `i'EiP .lolx(1 R. lbleAcrams � "1�av:A�artyr, 290 ldJC.r. tl:s r� I'ax.lcir %. .ty, Dural, ni, NC, 2-771:3
'USACE, Raleigh J?cgulatoxy Fieirl
1�1ike T.lor.r.tj,1: WQ Raleigh Rt ,gior al Officr?
Fite Copy
Central 1,11c ";
t ?ilerk:uxte: fiS: Ifisi,: 21li�T: laarl(:rrc7G;z)(ix'ahu)FZ1'40 -f -NUR

Centex Homes
Attn: Kelly Race
2301 Sugar Bush Rd.
Raleigh, NC 27612
[vlichael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Enviromncnt and Natural Resources
Alan \V. Klimek, P.E. Director
Division of Water Quality
January 27, 2005
DWQ EXP# 05 -0085
Wake County
r Page I of 2
Subject Property: Louisburg Road tract.
UT to Toms Creek [27 -24, C NSW] "303(d) list
UT to Neuse River [27 -(36), WS -V, NSW]
On -Site Determination for Applicability to the Neuse River Riparian Area Protection Rules
(15A NCAC 2B.0233)-EXPRESS REVIEW PROGRAM
Dear Mr. Race:
On January 27, 2005, at your request I conducted an on -site determination to review five features
located on the subject property for applicability to the Neuse Buffer Rules (15A NCAC 2B
.0233). These features are labeled as "A, B, C, E and TF" on the attached maps initialed by me on
January 27, 2005.
The Division of Water Quality (DWQ) has determined that the features labeled as "A, B
and C" on the attached maps are subject to the Neuse Buffer Rule, all three features have
been delineated in the field and identified as the following: The origin of feature A is "start
NBR flag #A01 "; the origin of feature B is "start channel #F01.1'; and the origin of feature
C is "start channel #GOF'. Features E and F are both not subject. These features and their
associated buffers should be identified on any future plans for this property. The owner (or
future owners) should notify the DWQ (and other relevant agencies) of this decision in any
future correspondences concerning this property. This on -site determination shall expire five (5)
years from the date of this letter.
Landowners or affected parties that dispute a determination made by the DWQ or Delegated
Local Authority that a surface water exists and that it is subject to the buffer rule may request a
determination by the Director. A request for a determination by the Director shall be referred to
the Director in writing c/o John Dorney, DWQ Wetlands /40I Unit, 2321 Crabtree Blvd.,
Raleigh, NC 27604 -2260. Individuals that dispute a determination by the DWQ or Delegated
Local Authority that "exempts" a surface water from the buffer rule may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60 -day statutory appeal time does not start until the affected party
(including downstream and adjacent landowners) is notified of this decision. DWQ recommends
that the applicant conduct this notification in order to be certain that third party appeals are made
in a timely manner. To ask for a hearing, send a written petition, which conforms to Chapter
One
NorthC totina
401 Wetlands Certification Unit Alaturallf
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: 919 - 733.1786 / FAX [phone] / Internet: http / /h2o enr state nc.us"ncwetlands
An Equal Opportunity /Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

Centex Homes
Page 2 of 2
1/27/05
150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699 -6714. This determination is final and binding unless you
ask for a hearing within 60 days.
This letter only addresses the applicability to the buffer rules and does not approve any activity
within the buffers. Nor does this letter approve any activity within Waters of the United States
or Waters of the State. If you have any additional questions or require additional information
please call Deborah Edwards at [phone].
Sincerely,
Alan W. Klimek, P.E.
AWK/dae
Attachments: Wake County Soil Survey map
USGS Wake Forest and Rolesville Quad maps
MapVue sketch map
cc: DWQ Raleigh Regional Office
File Copy
Central Files
Todd Preuninger -S &EC, 11010 Raven Ridge Road, Raleigh, NC 27614
Filename 050085LouisburgRdTraet(Wake)EXP +origin

�i
>; "-

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 200521177 County: Wake USGS Quad: W
GENERAL PERMIT (REGIONAL AND NATIONWIDE) V
Property Owner / Authorized Agent: Mr. Gray Methven
Address: Centrex Homes
2301 Sugar Hill Road
Raleigh, NC 27612
Telephone No.: 919 - 760 -1119
Size and location of property (water body, road name /number, town, etc.): The proiect site is located on the north
side of US Hwy 401, approximately 2000 ft north of its intersection with Ligon Mill Road south of RolesviIl in
Wake County, NC.
Description of projects area and activity: This permit authorizes 0.00009 acres of temporary wetland impacts,
0.04491 acres of permanent wetland impacts, 0.002 acres (41LF) of temporary impacts to unimportant UTs of
Toms Creek, 0.008 acres (119LF) of permanent impacts to unimportant UTs of Toms Creek, 0.0009 acres (IOLF)
of temporary impacts to an important UT of Toms creek, and 0.006 acres (76LF) of permanent impacts to
important UTs of Toms Creek, all associated with a residential subdivision. Total impacts are 0.057 acres
ermanent and 0.00399 acres tempora
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to
be modified, reissued, or revoked prior to March 18, 2007. It is incumbent upon you to remain informed of changes to
the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under
contract to commence this activity before the date that the relevant nationwide permit is modified or revoked, you will
have twelve (12) months from the date of the modification or revocation of the NWP to complete the activity under the
present terms and conditions of this nationwide permit. If, prior to the expiration date identified below, the nationwide
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all new and/or modified terms and conditions. The District Engineer may, at any time,
exercise his discretionary authority to modify, suspend, or revoke a case specific activity's authorization under ady
NWP.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine Section
401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management
Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals /permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers
regulatory program, please contact Monte Matthews at (919) 876 -8441 x30.
Corps Regulatory Official Monte Matthews 1"�,i�{�..- -Date: October 17, 2005
Expiration Date of Verification: March 18, 2007

-2-
Determination of Jurisdiction:
❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process ( Reference 33 CFR Part 331).
❑ There are Navigable Waters of the United States within the above described project area subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is
a change in the law or our published regulations, this determination may be relied upon for a period not to exceed
five years from the date of this notification.
® There are waters of the US and/or wetlands within the above described project area subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed rive years from the
date of this notification.
❑ The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued Action ID
Basis of Jurisdictional Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corps
Wetland Delineation Manual and are adiacent to a UT to Tom's Creek. The property also contains stream
channels that exhibit an Ordinary High Water Mark as indicated by changes in soil character and absence or
terrestrial vegetation and are hydrologically connected to Tom's Creek in the Neuse River Basin.
Corps Regulatory Official: Monte Matthews (V l�L ' f A .4 "—
Date October 17, 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC.,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
The John R. McAdams Company
Attn: Kevin Yates
2905 Meridian Parkway, Durham, North Carolina 27713

'Wetlands are identified and delineated using the methods and criteria established in the Corps Wetland Delineation Manual (87 Manual) (i.e.,
occurrence of hydrophytic vegetation, hydric soils and wetland hydrology).
2The term "adjacent" means bordering, contiguous, or neighboring. Wetlands separated from other waters of the U.S. by man -made dikes or barriers,
natural river berms, beach dunes, and the like are also adjacent.
,J 3 4 t
11.11 1 G
��'
I�jOTIFICATIO�I OF ADMINISTRATIVE APPEAL OPTIONS 4ND PROCESS
SAND,
c s 1r s a- r Gf r
Me
REQtTEST FOR APPEAL
i��
z r
, s�
Applicant: Methven Centrex Homes
File Number: 200521177
Date: October 17, 2005
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of
A
permission)
PROFFERED PERMIT Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
X
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I -The following identifies your rights and options regarding an adrriiriistrative appeal of the above
_.
decision. Additional information may be found at http: / /www:usace. army: final /met/fiinctions /cw /ce6v6 /reg o'. r
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• . APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.

D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision
If you only have questions regarding the appeal process you
and/or the appeal process you may contact:
may also contact:
Monte Matthews
Mr. Michael Bell, Administrative Appeal Review Officer
6508 Falls of the Neuse Road
CESAD- ET -CO -R
Suite 120
U.S. Army Corps of Engineers, South Atlantic Division
Raleigh, NC 27615
60 Forsyth Street, Room 9M15
919- 876 -8441 x30
1 Atlanta, Georgia 30303 -8801
MGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date:
Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303 -3490

STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: '# r U City /County: MZ ,� Sampling Date:
Applicant/Owner: [u v. State: NL Sampling Point:
Investigator(s): i Section, Township, Range:
Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope ( %):
Subregion (LRR or MLRA): Lat: Long: Datum:
Soil Map Unit Name: tv, ; 1'0 NWI classification:
Are climatic / hydrologic conditi`on� on the site typical for this time of year? Yes No (If no, explain in Remarks.)
Are Vegetation Soil It , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No
Are Vegetation Soil A/ , or Hydrology naturally problematic? (if needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes '� No Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes No
Wetland Hydrology Present? Yes No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply) %Z -&¢­U2
_ Surface Soil Cracks (136)
Surface Water (Al)
_ True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (138)
High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
— Drainage Patterns (1310)
_ Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
_ Water Marks (131)
_ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
— Drift Deposits (133)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (134)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
Water - Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
_ FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes
- -Nom- -Depth (inches):
Water Table Present? Yes
—No --Depth (inches):
Saturation Present? Yes
� No Depth (inches):
Wetland
Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Five Strata) - Use scientific names of plants.
Sampling Point:
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum ( /Pllot size: ) % Cover S e ies? Status Number of Dominant Species
1. au Cc e,� & ' � z�� That Are OBL, FACW, or FAC: (A)
2. � e r.lkL � 2- Total Number of Dominant
3. �lt r.L.�. rra� c �. / Species Across All Strata: (B)
4.
Percent of Dominant Species ^�
5. ice• �4( GI B �q 3 �_� That Are OBL, FACW, or FAC: J (A/B)
6.
=Total Cover Prevalence Index worksheet:
e� Total % Cover of: Multiply by:
50% of total cover:_ 20% of total cover: �1J OBL species 0 x 1 = 0
Saolinci Stratum (Plot size: FACW species 3 x 2 =
FAC species _6 x 3 =
2, k _/_ 1�
L FACU species � x 4 =
3• �'� �r "� �wflr "'— UPL species x 5 =
4. J (A) (B)
Column Totals:
5. +
6. Prevalence Index = B/A =
�= Total Cover Hydrophytic Vegetation Indicators:
/ 50% of total cover: 20% of total cover: — 1 - Rapid Test for Hydrophytic Vegetation
f+tba Stratum (Plot size: ) _�
F - Dominance Test is X50%
1 ��_ Prevalence Index is s3.0'
2 ��,� `��4 r� Z _�/ s� — 4 - Morphological Adaptations' (Provide supporting
3. /1/ data in Remarks or on a separate sheet)
r 401.41 r
Problematic Hydrophytic Vegetation' (Explain)
4.
44 C
5• 'Indicators of hydric soil and wetland hydrology must
6. be present, unless disturbed or problematic.
= Total Cover Definitions of Five Vegetation Strata:
50% of total cover: 20% of total cover: Tree – Woody plants, excluding woody vines,
Herb Stratum (Plot size: ) approximately 20 ft (6 m) or more in height and 3 in.
1 (7.6 cm) or larger in diameter at breast height (DBH).
2. Sapling – Woody plants, excluding woody vines,
3 approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
4.
5. Shrub -- Woody plants, excluding woody vines,
6 approximately 3 to 20 it (1 to 6 m) in height.
7, Herb – All herbaceous (non- woody) plants, including
8 herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
9. it (1 m) in height.
Woody vine – All woody vines, regardless of height.
11.
Total Cover
50% of total cover: 20% of total cover:
Woody Vine Stratum (Plot size: )
If I
Hydrophytic
= TotalCover.C� I Vegetation
50% of total cover:_ 20% of total cover: J Present? Yes /_� No
here or on a separate
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: P1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color moist % Color (moist) % Type Loc Texture Remarks
141-4 16 VR /� C
'Type: C= Concentration, D =De letion, RM= Reduced Matrix, MS= Masked Sand Grains. ZLocation: PL =Pore Lining, M= Matrix.
Hydric Soil Indicators: Indicators for Problematic Hydric Soils':
_ Histosol (Al) _ Dark Surface (S7) _ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ Coast Prairie Redox (A16)
_ Black Histic (A3) _ Thin Dark Surface (S9) (MLRA 147, 148) (MLRA 147, 148)
_ Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) _ Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5) _ Depleted Matrix (F3) (MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (F6) _ Very Shallow Dark Surface (TF12)
_ Depleted Below Dark Surface (A11) _ Depleted Dark Surface (F7) _ Other (Explain in Remarks)
_ Thick Dark Surface (Al2) _ Redox Depressions (F8)
_ Sandy Mucky Mineral (Si) (LRR N, _ Iron- Manganese Masses (F12) (LRR N,
MLRA 147, 148) MLRA 136)
Sandy Gleyed Matrix (S4) _ Umbric Surface (F13) (MLRA 136, 122) 31ndicators of hydrophytic vegetation and
Sandy Redox (S5) _ Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
_ Stripped Matrix (S6) _ Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches): Hydric Soil Present? Yes No
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Projecu-31te: aI � NK /� City /County: `AIV F^+ Sampling Date: 0sh e.
Applicant/Owner: State: �� Sampling Point: np t♦
Investigator(s): Section, Township, Range:
Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope ( %};
Subregion (LRR or MLRA): Lat: Long: Datum:
Soil Map Unit Name: r NWI classification:
Are climatic / hydrologic conditions on the site typical IF this time of year? Yes No (If no, explain in Remarks.)
Are Vegetation, Soil ,v , or Hydrology �l/ significantly disturbed? Are "Normal Circumstances" present? Yes /No
Are Vegetation Soil, or Hydrology,A,Z naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes / No Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes No
Wetland Hydrology Present? Yes No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_ Surface Soil Cracks (66)
_ Surface Water (Al)
_ True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (138)
f'High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (1310)
maturation (A3)
Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1316)
Water Marks (131)
_ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
_ Sediment Deposits (B2)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
Drift Deposits (63)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134)
— Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
Nater- Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
_ FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
Depth (inches):
Water Table Present? Yes / No
Depth (inches):
Saturation Present? Yes No
Depth (inches): Sk
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
) Absolute Dominant indicator
Tree Stratum (Plot size: 7d ) % Cover Species? Status
1. u j 4t n
3.
4.
5.
Total Cover
50% of total cover:_ 20% of total cover:
Sapling Stratum (Plot size: / ) _
JL
3. c a } ,fir y, � i L — jam /-/- � T
4. Cit_ or r46Fw� / F,,4C
// 3a = Total Cover
Q�(a 50% of total cover: (V 20% of total cover:
ahrdf3 Stratum (Plot size: )
Sampling Point:--- J 0 �
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: (A)
Total Number of Dominant
Species Across All Strata: (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: (AIB)
Total % Cover of:
Multiply bv:
OBL species
be present, unless disturbed or problematic.
x 1 = �_
FACW species
50% of total cover: 20% of total cover:
x 2 =
FAC species
�
x 3 =
FACU species
2•
x 4 =
UPL species
G
x 5 =
Column Totals:
�%
(A) (B)
Prevalence Index = B/A =�
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
_� Dominance Test is >50%
_ 3 - Prevalence Index is < -3.0'
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
`.
'Indicators of hydric soil and wetland hydrology must
6.
be present, unless disturbed or problematic.
= Total Cover
Definitions of Five Vegetation Strata:
50% of total cover: 20% of total cover:
Tree —Woody plants, excluding woody vines,
Herb Stratum (Plot size: )
approximately 20 ft (6 m) or more in height and 3 in.
1
(7.6 cm) or larger in diameter at breast height (DBH).
2•
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
3,
4
Shrub -- Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb — All herbaceous (non- woody) plants, including
5.
6
7.
S
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
9.
ft (1 m) in height.
10.
Woody vine — All woody vines, regardless of height.
11
= Total Cover
50% of total cover: 20% of total cover:
Woody Vine Stratum (PI t size:
1.
2.
3.
4. - --
5
Remarks: (Include photo
/'l Hydrophytic
0 = Total Cover Vegetation
50% of total cover: 20% of total cover: Present? Yes Na
rs here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

SOIL
Profile Description: (Describe to the del
Depth Matrix
(inches) Color (moist) %
A 16, Q
o R
Hydric Soil Indicators:
needed to document the indicator or
Redox Features
Color (moist) % Type Loc Texture
l� !D
lo 1h
RM =Red
_ Histosol (Al)
_ Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
_ Stratified Layers (A5)
2 cm Muck (A10) (LRR N) .
_ Depleted Below Dark Surface (A11)
_ Thick Dark Surface (Al2)
Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
_ Stripped Matrix (S6)
Restrictive Layer (if observed):
Type:
Depth (inches):
Sampling Point: Op
Remarks
S- c 4
Sand Grains. 'Location: PL =Pore Lining, M= Matrix.
Indicators for Problematic Hydric So
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
Meted Matrix (F3)
(MLRA 136, 147)
Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF12)
Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
Redox Depressions (F8)
_ Iron - Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 136, 122)
31ndicators of hydrophytic vegetation and
Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
_ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Hydric Soil Present? Yes ---No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

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